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Faber Construction Corp 9/27/2016
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Faber Construction Corp 9/27/2016
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Entry Properties
Last modified
6/7/2017 11:58:56 AM
Creation date
10/13/2016 11:42:20 AM
Metadata
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Template:
Contracts
Contractor's Name
Faber Construction Corp
Approval Date
9/27/2016
Council Approval Date
8/17/2016
Department
Public Works
Department Project Manager
Richard Hefti
Subject / Project Title
Water Main Q Broadway
Public Works WO Number
UP 3612
Tracking Number
0000297
Total Compensation
$721,228.06
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Faber Construction Corporation 4/11/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Faber Construction Corporation 5/15/2017 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 14 - Saw-Cutting Concrete Pavement, Final Joint Cut, Additional 1-Inch <br /> Thickness <br /> Measurement and Payment: Unit Price per Linear Foot (LF) <br /> Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br /> The unit price per lineal foot for the final saw-cutting of concrete pavement thickness, for <br /> each full 1-inch depth beyond the initial 7-inch thickness, shall be full compensation for all <br /> labor, material, related work, tools, and equipment necessary to satisfactorily complete the <br /> Work as specified in Section 2-02.3(3) of the Standard Specifications, these Special <br /> Provisions and as shown on the Plans. The unit price per lineal foot for the final saw-cutting <br /> of concrete road or street pavement thickness. for each full 1-inch depth beyond the initial <br /> 6-inch thickness, includes the saw-cutting necessary for the final joint between existing <br /> pavement and permanent HMA pavement. For measurement purposes, standard rounding <br /> procedures shall be followed. For example, 1.0 to 1.49 inches shall be measured as 1 <br /> inch, and 1.50 to 2.49 inches shall be measured as 2 inches. <br /> Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid <br /> item as there will be no separate payment for cleanup. <br /> Bid Item 15 - Foundation Material, Class A or B <br /> Measurement and Payment: Unit Price per Ton (TON) <br /> Measurement for Foundation Material, Class A or B shall be by the ton, recorded on <br /> certified weight tickets in accordance with 1-09.2 WEIGHING EQUIPMENT, and placed <br /> within the limits of dimensions defined in the Work, descriptions for other bid items, shown <br /> on the Plans, or COE Standard Drawings, or as otherwise approved by the Engineer. <br /> The unit price bid per ton shall constitute full compensation for all labor, tools, materials and <br /> equipment required to furnish, place, and compact foundation material as specified in the <br /> Standard Specifications, these Special Provisions and as shown on COE Standard <br /> Drawing No. 610. <br /> The unit price for this bid item includes all costs for dewatering and over-excavation, <br /> removal, haul, and disposal of unsuitable subgrade material below the pipe zone or <br /> roadway subgrade. <br /> Bid Item 16 - Gravel Borrow <br /> Measurement and Payment: Unit Price per Ton (TON) <br /> Measurement for Gravel Borrow shall be by the ton, recorded on certified weight tickets in <br /> accordance with 1-09.2 WEIGHING EQUIPMENT, and placed within the limits of <br /> dimensions defined in the Work, descriptions for other bid items, shown on the Plans, or <br /> COE Standard Drawings, or as otherwise approved by the Engineer. <br /> Measurement for gravel borrow shall be limited to maximum trench widths defined in the <br /> work descriptions for other bid items. <br /> The unit price per ton, based on certified weight tickets, for gravel borrow shall be full <br /> compensation for all labor, material, tools and equipment necessary to furnish imported <br /> gravel borrow for trench backfill where Engineer has determined native soils are not <br /> suitable for backfill, and other Work as required, from a Contractor-supplied source in <br /> accordance with 2-03.3(14)J of the Standard Specifications and these Special Provisions. <br /> Water Main Replacement"Q" Division B—BID DESCRIPTIONS July 8, 2016 <br /> -Broadway <br /> WO No.—UP3612 SP -7 <br /> I <br />
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